The Tensile Capacity Of Bored Piles In Frictional Soils

Sven Krabbenhøft; Allan Andersen; Lars Damkilde

doi:10.1139/T08-086

The Tensile Capacity Of Bored Piles In Frictional Soils

Sven Krabbenhøft, Allan Andersen, Lars Damkilde

Research output: Contribution to journal › Journal article › Research › peer-review

7 Citations (Scopus)

Abstract

Three series of 10 piles each were installed in two different locations. The length of the piles varied from 2 to 6 m and the diameters were 14 and 25 cm. The piles were constructed above the groundwater table using continuous flight augers and the concrete was placed by gravity free fall. The piles were tested to failure in axial uplift and the load-displacement relations were recorded.

Original language	English
Journal	Canadian Geotechnical Journal
Volume	45
Issue number	12
Pages (from-to)	1715-1722
Number of pages	8
ISSN	0008-3674
DOIs	https://doi.org/10.1139/T08-086
Publication status	Published - 2008

Keywords

Bored Piles
Geotechnics
Drilled Shafts
Sand
Uplift
Earth Pressure Coefficient
Unit Skin Friction

Access to Document

10.1139/T08-086

AUB Link

Search for the material in Aalborg University Library's search engine

Cite this

@article{65ab6450e17411ddb0a4000ea68e967b,

title = "The Tensile Capacity Of Bored Piles In Frictional Soils",

abstract = "Three series of 10 piles each were installed in two different locations. The length of the piles varied from 2 to 6 m and the diameters were 14 and 25 cm. The piles were constructed above the groundwater table using continuous flight augers and the concrete was placed by gravity free fall. The piles were tested to failure in axial uplift and the load-displacement relations were recorded.",

keywords = "Bored Piles, Geoteknik, Drilled Shafts, Sand, Uplift, Earth Pressure Coefficient, Unit Skin Friction, Bored Piles, Geotechnics, Drilled Shafts, Sand, Uplift, Earth Pressure Coefficient, Unit Skin Friction",

author = "Sven Krabbenh{\o}ft and Allan Andersen and Lars Damkilde",

year = "2008",

doi = "10.1139/T08-086",

language = "English",

volume = "45",

pages = "1715--1722",

journal = "Canadian Geotechnical Journal",

issn = "0008-3674",

publisher = "N R C Research Press",

number = "12",

}

TY - JOUR

T1 - The Tensile Capacity Of Bored Piles In Frictional Soils

AU - Krabbenhøft, Sven

AU - Andersen, Allan

AU - Damkilde, Lars

PY - 2008

Y1 - 2008

N2 - Three series of 10 piles each were installed in two different locations. The length of the piles varied from 2 to 6 m and the diameters were 14 and 25 cm. The piles were constructed above the groundwater table using continuous flight augers and the concrete was placed by gravity free fall. The piles were tested to failure in axial uplift and the load-displacement relations were recorded.

AB - Three series of 10 piles each were installed in two different locations. The length of the piles varied from 2 to 6 m and the diameters were 14 and 25 cm. The piles were constructed above the groundwater table using continuous flight augers and the concrete was placed by gravity free fall. The piles were tested to failure in axial uplift and the load-displacement relations were recorded.

KW - Bored Piles

KW - Geoteknik

KW - Drilled Shafts

KW - Sand

KW - Uplift

KW - Earth Pressure Coefficient

KW - Unit Skin Friction

KW - Bored Piles

KW - Geotechnics

KW - Drilled Shafts

KW - Sand

KW - Uplift

KW - Earth Pressure Coefficient

KW - Unit Skin Friction

U2 - 10.1139/T08-086

DO - 10.1139/T08-086

M3 - Journal article

SN - 0008-3674

VL - 45

SP - 1715

EP - 1722

JO - Canadian Geotechnical Journal

JF - Canadian Geotechnical Journal

IS - 12

ER -

The Tensile Capacity Of Bored Piles In Frictional Soils

Abstract

Keywords

Access to Document

AUB Link

Fingerprint

Cite this